HomeMy WebLinkAboutConcrete Plus Inc AGREEMENT
THIS AGREEMENT, entered into this/q day of October, 2016, by and between the Town of
Southold, New York ("the Town"), a municipal corporation organized and existing under the laws of
the State of New York with offices at 53095 Main Road, Southold,New York, and Concrete Plus Inc.
(the "Contractor"),with an address of P.O.Box 155, East Islip,New York 11730;
WITNESSETH, that the Town and the Contractor, for the consideration hereinafter named,
agree as follows:
ARTICLE 1. WORK TO BE DONE AND CONSIDERATION THEREFOR
The Contractor shall install concrete replacement slabs for the Highway Office Septic System
located at 275 Peconic Lane, Peconic, NY 11958. All work will be performed in accordance with the
Plans and Specifications and the Contractor's Proposal dated August 8, 2016, copies of which are
attached hereto as Appendix A and made a part hereof.
The Contractor will furnish all labor, materials, supplies, equipment and other similar
items necessary or proper for, or incidental to, the work contemplated by this Contract, as
required by, and in strict accordance with the above drawings, and in strict accordance with
such changes as are ordered and approved pursuant to this Contract.
ARTICLE 2. TIME OF COMPLETION
The services to be rendered under this Contract shall be completed no later than thirty (30) days
from the date the contract is signed by all parties. Time of performance is of the essence of this
Agreement.
ARTICLE 3. ACCEPTANCE AND FINAL PAYMENT
Upon receipt of written notice that the Contract has been fully performed and an inspection by
the Town Engineer to certify that the work has been completed to the satisfaction of the Town, the
Contractor shall file with the Town Comptroller an itemized voucher and the Town will pay the
Contractor $34,150.00. Payments will be made on the basis of the actual work completed in
accordance with the Contract. Contractor will be paid the total Contract amount after the project is
completed and there will be no partial payments.
The Town shall pay the Contractor upon the submission of a voucher at the completion of the
project. Such voucher shall be due and payable within 45 days after receipt of such voucher, but
such sum shall not be due and payable by the Town until the Town Board of the Town has received
such a voucher and has audited and approved for payment the voucher to be submitted by Contractor
in connection therewith.
The Town Board shall process any voucher received from Contractor as expeditiously as
possible. In the event that the Town disputes or objects to any portion of any voucher submitted by
Contractor pursuant to this paragraph, the Town shall, within 30 days of the receipt of such voucher,
notify Contractor in writing of such dispute or objection. Contractor acknowledges that Contractor
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is familiar with the requirements of section 118 of the Town Law which, in effect, prohibit payment
of any of Contractor's claims against the Town unless an itemized voucher therefore shall have been
presented to the Town Board or Town Comptroller and shall have been audited and allowed by the
Town Board or Town Comptroller.
The acceptance by the Contractor of the final payment shall be, and shall operate as a release to
the Town from all claims and all liabilities to the Contractor for all the things done or furnished in
connection with this work and for every act and neglect of the Town and others relating to or arising
out of, this Contract, except Contractor's claims for interest upon the final payment, if this payment
be improperly delayed. No payment, however final or otherwise, shall operate to, release the
Contractor or its sureties from any obligations under this Contract.
ARTICLE 4. CHANGES TO THE CONTRACT AND EXTRA WORK
(a) The Town may at times, without notice to the Contractor's surety and without
invalidating the Contract, order extra work or make changes by altering, adding to, or
deducting from the work contemplated herein and may adjust the Contract price
accordingly, pursuant to Paragraph (b) below. The Contractor shall not deviate from,
add to, delete from, or make changes in the Work required to be performed hereunder
unless so directed by a written Change Order. If the Contractor is directed by the Town
to perform extra work prior to an agreement on costs or time, the Contractor shall
promptly comply with the Change Order of the Town. No claim for extra work or any
change in the,work shall be allowed or made unless such extra work or change is
ordered by a written Change Order from the Town.
(b) The amount of compensation to be paid to the Contractor for any extra work, as so
ordered, shall be determined as follows:
1. By a lump sum mutually agreed upon by the Town and the Contractor; or
2. Using the applicable price or prices within the Contract and/or Bid and approved
by the Town and the Contractor.
(c) Regardless of the method used by the Town in determining the value of a Change
Order, the Contractor shall submit to the Town a detailed payment breakdown of the
Contractor's estimate of the value of the omitted or extra work.
(d) Unless otherwise specifically provided for in a Change Order, the agreed compensation
specified therein for extra work includes full payment for extra work covered thereby,
and the Contractor waives all rights to any other compensation for such extra work,
damage or expense, including claims for delay, damage or expense.
(e) The Contractor shall and hereby agrees to produce any and all data the Town may
request, including but not-limited to, time sheets, certified payrolls, foreman's reports,
daily reports, bills and vouchers of Subcontractors, receiving documents, freight and .
trucking receipts, etc.
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(f) All change orders shall be processed, executed and approved in the following manner:
(i) if the estimated cost of the extra work is less than $1,000 in the aggregate, a
Change Order Form (attached as Appendix B) must be processed and executed by
the Supervising Department Head;
(ii) if the estimated cost of the extra work is greater than $1,000, then the Change
Order Form (Appendix B) must be executed by the Supervising Department Head
and submitted to the Town Board for consideration and approval by resolution.
The Contractor must submit a detailed explanation of why the Change Order is
needed and must also be submitted to the Town Board,prior to its approval. The
Change Order must also be approved by the Town Comptroller and the Town
Attorney. Once this procedure is completed, the Contractor may proceed with the
extra work.
The Town will not accept any alteration to this form and no payment for Extra Work
shall be due the Contractor unless it executes a Change Order on this Form.
(g) If the Contractor,claims that any work which the Contractor has been ordered to perform
will be extra work, that the Contractor for any reason cannot comply with the terms and
provisions of the Contract, or that any action or omission of the Town is contrary to the
terms and provisions of the Contract and will require the Contractor to perform extra
work, the contractor shall:
1. Promptly comply with the Town's direction to perform the work which the
contractor claims will be extra work; and
2. Proceed diligently, pending and subsequent to the determination of the Town
with respect to any said disputed matter, with the performance of the work in
accordance with all the instructions of the Town.
(h) No claim for extra work shall be allowed unless it was performed pursuant to change
order duly approved by the Town Board. The Contractor's failure to comply with any
part of this provision shall be deemed to be:
1. A conclusive and binding determination on the part of the Contractor that said
change order, work, action or omission does not involve extra work and is not
contrary to the terms and provisions of the Contract, and
2. A waiver by the Contractor of all claims for additional compensation, time or
damages as a result of said change work, act or omission.
(i) The value of claims for extra work, if allowed shall be determined methods described in
the Contract including, but not limited to, section (b) immediately above.
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ARTICLE 5: CONTRACTOR'S OBLIGATIONS
(a) The Contractor shall be responsible for the frill and correct performance of the Work
required by this Contract within the time specified herein, including work of the
Contractor's Subcontractors, and any errors therein shall be corrected at the Contractor's
own cost and expense. In addition, the Contractor shall indemnify the Town for any costs
or expenses attributable to errors in performance by the Contractor or the Contractor's
Subcontractors. The Contractor's obligation hereunder shall include taking field
measurements for all Work hereunder. Approval of shop drawings by the Town shall not
relieve the Contractor from correcting Work either reflected in error on the Contractor's
shop drawings, not confirming to the field requirements, or not complying with the terms
of this Contract. Is shall not be incumbent upon the Town to discover any mistakes,
errors, omissions, or deviations from the Contract requirements, or in the quality or kind
of materials used by the Contractor or in the shop drawings, schedules and reports
submitted by the Contractor and the Town's approval of same shall not relieve the
Contractor from responsibility for unauthorized changes, deviations, omissions or for
errors of any sort therein. Performance by the Contractor of any Work before the
required approvals therefore have been issued shall be at the Contractor's sole risk and
expense.
(b) In case of discrepancy or difference between any figures, drawings, or specifications; the
matter shall be immediately submitted in writing to the Town, whose decision shall be
final, and without whose decision said discrepancy or difference shall not be adjusted by
the Contractor, save only at the Contractor's own risk and expense.
(c) Unless otherwise specifically provided in the Contract, the Contractor, without limitation,
shall furnish and be responsible for all shop and field requirements, lines, grades,
dimensions, layouts, colors, qualities, quantities, tests, approvals, operating manuals,
guarantees, cuttings, removals, openings, channels, chases, flues, sleeves, insets, dowels,
hangers, patching, clearing, temporary heat, water and electricity, guards, rails, night
lights, barricades, pumping hoists, elevators, scaffolds, runways, protective paper,
tarpaulins, polyethylene protections, and clean-up, and all things which may be necessary
in performance of the Work contracted hereunder.
(d) If the Town shall furnish any basic reference lines and bench marks to the Contractor,
such basic reference lines and bench marks must be used by the Contractor and the
finished Work shall agree therewith.
(e) The Contractor agrees that the Contractor shall protect and shall be solely responsible for
all labor and material provided for under this contract, whether or not the same may be
erected in place, and for all its plans, tools, equipment, materials, tools of the Contractor's
employees and agents, etc. for all adjoining private and public property, and all existing
Work on the Project Site, which may be damaged by the Contractor's Work. In no event
shall the Town be liable to the Contractor for loss of, pilferage, or damage to any of the
same. In the event of said labor and materials, plant, tools or equipment, etc., are
damaged, lost or destroyed by reason of fire, theft (irrespective of the negligence of the
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parties hereto or others), civil commotion, riot, insurrection, violence, war, acts of God,
etc., the Contractor's responsibility therefore shall be absolute, and the Contractor shall
replace, repair, rebuild, and make good any and all said damage or loss of any and all
kinds whatsoever.
(f) Contractor shall be responsible for securing all permits required to perform the Work
and/or required by the applicable laws, regulations, ordinances, etc., and maintain the
validity of all such permits throughout the contract duration.
ARTICLE 6. CONTRACTOR'S INSURANCE
The Contractor shall not commence work under this Contract until it has obtained all insurance
required under this paragraph and such insurance has been approved by the Town.
(a) Compensation Insurance: The Contractor shall take out and maintain during the life of
this Contract Workers' Compensation Insurance for its employees to be assigned to the
work hereunder.
(b) Insurance: The Contractor shall take out and maintain during the life of this Contract
such general liability, property damage, and commercial auto liability insurance as shall
protect it from claims for damages for personal injury, including accidental death, as
well as from claims for property damage which may arise from operations under this
Contract. The amounts of such insurance shall be as follows:
General liability insurance in an amount not less than $1,000,000 for injuries, including
wrongful death to any one person and subject to the same limit for each person, in an amount not less
than$2,000,000 on account of any one occurrence.
Property damage insurance in an amount not less than $300,000 for damage on account of all
occurrences.
Commercial auto liability insurance in an amount not less than $500,000 for damage on
account of all occurrences.
The Contractor shall furnish the above insurances to the Town and shall also name the Town as
an additional named insured in said policies.
(c) Any accident shall be reported to the office of the Town Clerk as soon as possible and
not later than twenty-four (24) hours from the time of such accident. A detailed written
report must be submitted to the Town as soon thereafter as possible and not later than
three (3) days after the date of such accident.
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ARTICLE 7. REPRESENTATIONS OF CONTRACTOR
The Contractor represents and warrants:
(a) That it is financially solvent and that it is experienced in and competent to perform the
type of work or to furnish mechanical maintenance dredging to be furnished by it; and
(b) That it is familiar with all federal, state, municipal and department laws, ordinances and
regulations which may in any way affect the work or those employed therein.
ARTICLE 8. PERMITS AND REGULATIONS
The Contractor shall comply with all permits issued to the Town in connection with the
services furnished under this Agreement.
ARTICLE 9. NO DAMAGES FOR DELAY
The contractor agrees to make no claim for increased costs, charges, expenses or
damages for delay in the performance of this Contract, or for any delays or hindrances from any
cause whatsoever, and agrees that any such claim shall be fully compensated for by an extension in
the time for substantial and/or final completion of the work. Should the Contractor be or anticipate
being delayed or disputed in performing the work hereunder for any reason, it shall promptly, and in
no even more than two (2) business days after the commencement of any condition which is causing
or threatening to cause such a delay or disruption, notify the Town in writing of the effect of such
condition stating why and in what respects the condition is causing or threatening to cause such delay
or disruption. Failure strictly to comply with this notice requirement shall be sufficient cause to deny
Contractor a change in Schedule and to require it to conform to the Schedule then in effect.
ARTICLE 10. TOWN'S RIGHT TO STOP WORK OR TERMINATE CONTRACT
The Town shall have the right to stop work or terminate the Contract i£
(a) The Contractor is adjudged bankrupt or makes an assignment for the benefit of
creditors; or
(b) A receiver or liquidator is appointed for the Contractor or for any of its property and is
not dismissed within 20 days after such appointment or the proceedings in connection
therewith are not stayed on appeal within the said 20 days; or
(c) The Contractor refuses or fails to prosecute the work or any part thereof with due
diligence; or
(d) The Contractor fails to make prompt payment to persons supplying labor for the work; or
(e) The Contractor fails or refuses to comply with all applicable laws or ordinances; or
(f) The Contractor is guilty of a substantial violation of any provision of this Contract;
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(g) The Town's execution and participation in this contract is found to be in violation of an
existing collective bargaining agreement.
(h) In any event, the Town, without prejudice to any other rights or remedy it may have,
may, with our without cause, by seven (7) days' notice to the Contractor, terminate the
employment of the Contractor and its right to proceed as to the work. In such case, the
Contractor shall not be entitled to receive any further payment beyond what owed in
quantum meruit.
ARTICLE 11. DAMAGES
It is hereby mutually covenanted and agreed that the relation of the Contractor to the work to be
performed by it under this Contract shall be that of an independent contractor. As an independent
contractor, it will be responsible for all damage, loss or injury to persons or property that may arise in
or be incurred during the conduct and progress of said work, whether or not the Contractor, its agents,
or employees have been negligent. The Contractor shall hold and keep the Town free and discharged
of and from any and all responsibility and liability of any sort or kind. The Contractor shall assume
all responsibility for risks or casualties of every description, for loss or injury to persons or property
arising out of the nature of the work, from the action of the elements, or from any unforeseen or
unusual difficulty. The Contractor shall make good any damages that may occur in consequence of
the work or any part of it. The Contractor shall assume all blame, loss and responsibility of any
nature by reason of neglect or violation of any federal, state, county or local laws, regulations or
ordinances.
ARTICLE 12. INDEMNITY AND SAVE HARMLESS AGREEMENT
The Contractor agrees to indemnify and save the Town, its officers, agents and employees
harmless from any liability imposed upon the Town, its officers, agents and/or employees arising
from the negligence, active or passive, of the Contractor and from and against any damages, claims,
or expenses, including reasonable attorney's fees, arising out of Contractor's breach of the
Agreement or from Contractor's acts or omissions outside the scope of the Agreement or arising out
of claims or actions by third parties against Contractor by virtue of his performance of this
Agreement.
ARTICLE 13. NO ASSIGNMENT
In accordance with the provisions of section 109 of the General Municipal Law, the Contractor
is hereby prohibited from assigning, transferring, conveying, subletting or otherwise disposing of this
Agreement, or of its right, title or interest in this Agreement, or its power to execute this Agreement,
to any other person or corporation without the previous consent in writing of the Town.
ARTICLE 14. REQUIRED PROVISIONS OF LAW
Each and every provision of law and clause required by law to be inserted in this Contract shall
be deemed to have been inserted herein. If any such provision is not inserted, through mistake or
otherwise, then upon the application of either party, this Contract shall be physically amended
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forthwith to make such insertion. In particular,the Contractor shall, among other things, fully comply
with:
(a) Labor Law section 220-e and Executive Law sections 291-299 and the Civil Rights Law
relating to prohibition against discrimination and providing equal opportunity.
(b) Affirmative action as required by the Labor Law.
(c) Prevention of dust hazard required by Labor Law section 222-a.
(d) Preference in employment of persons required by Labor Law section 222.
(e) Eight-hour workday as required by Labor Law section 220(2).
ARTICLE 15. PREVAILING WAGE RATES REQUIRED BY LAW
(a) The parties hereto, in accordance with the provisions of section 220(3) of the Labor
Law, hereby agree that there shall be paid each employee engaged in work under this
Contract not less than the wage rate and supplements set opposite the trade or
occupation in which he/she is engaged, as listed on Exhibit A attached hereto and made
a part of this Agreement, which are the wage rates and supplements established as the
prevailing rate of wages for the work covered by this Contract.
(b) Labor classifications not appearing on the schedule of wages can be used only with the
consent of the Owner and then the rate to be paid will be given by the Owner after being
advised by the Department of Labor.
(c) The Contractor shall post in a prominent and accessible place on the site of the work a
legible statement of all wage rates and supplements, as specified in the Contract, for the
various classes of mechanics, workingmen/women, or laborers employed on the work.
ARTICLE 16. AUTHORITY FOR EXECUTION ON BEHALF OF THE TOWN
The Supervisor has executed this Agreement pursuant to a Resolution adopted by the Town
Board of the Town of Southold, at a meeting thereof held on October 4, 2016. Scott A. Russell,
Supervisor, whose signature appears hereafter, is duly authorized and empowered to execute this
instrument and enter into such an Agreement on behalf of the Town. This instrument shall be
executed in duplicate. At least one copy shall be permanently filed, after execution thereof, in the
office of the Town Clerk, Elizabeth Neville.
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ARTICLE 17. NOTICES
Any and all notices and payments required hereunder shall be addressed as follows, or to such
other address as may hereafter be designated in writing by either party hereto:
To Town: Elizabeth A Neville, RMC, CMC
Southold Town Clerk
P.O. Box 1179
Southold, NY 11971-0959
With a copy to: Michael Collins, RE , Town Engineer
Town of Southold
P.O Box 1179
Southold, NY 11971-0959
To Contractor: Carl Vaccaro, President
Concrete Plus Inc.
P.O. Box 155
East Islip, NY 11730
ARTICLE 18. WAIVER
No waiver of any breach of any condition of the Agreement shall be binding unless in writing
and signed by the party waiving said breach. No such waiver shall in any way affect any other term
or condition of this Agreement or constitute a cause or excuse for a repetition of such or any other
breach unless the waiver shall include the same.
ARTICLE 19. MODIFICATION
This Agreement constitutes the complete understanding of the parties. No modification of any
provisions thereof shall be valid unless in writing and signed by both parties.
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ARTICLE 20. APPLICABLE LAW
This Agreement is governed by the laws of the State of New York.
IN WITNESS WHEREOF, the Town of Southold has caused these presents to be signed by
Scott A. Russell, its Supervisor, duly authorized to do so, and the Contractor has caused these
presents to be signed by its President,the day and year first above written.
ConcretaPlincp
By:
Car Vaccaro,President
Town of South94A-Ao
By: o
Scott A. Russell, Supervisor
STATE OF NEW YORK)
)ss..
COUNTY OF SUFFOLK)
On this F day of October in the year 2016 before me,the undersigned,personally appeared
CARL VACCARO,personally known to me or proved to me on the basis of satisfactory evidence to
be the individual whose name is subscribed to the within instrument and acknowledged to me that he
executed the same in his capacity and that by his signature on the instrument, the individual or the
person upon whose behalf of which the individual acted, a ecuted the instrument.
' BONNIE M NOONE
STATE OF NEW YORK NotaryPublic,State of NewYork
N0.01 N06156200
ss.: QtutlifledlnSuffolkCounV
COUNTY OF SUFFOLK) CommisslonExp1res4d130.9
i~
On this 1 U day of October in the year 2016 before me,the undersigned,personally appeared
SCOTT A. RUSSELL,personally known to me or proved to me on the basis of satisfactory evidence
to be the individual whose name is subscribed to the within instrument and acknowledged to me that
he executed the same in his capacity and that by his signature on the instrument,the individual or the
person upon whose behalf of which the individual acted,
executed the instrument.
.l
Xj-U/) '' / , �fGa'fivci
Notary Public
10 Nobry Public,St8tt9 of New Yolk
NO.OISTS164008
Qualified in Suffolk County
COMMIS81on Expires April 9,2019
APPENDIX A
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PLAN NOTES; AREA OF NEW CONSTRUCTION;
U 1. Contractor shall excavate a minimum of 8"of Material. +/- 1800 Sq. Ft (BID PRICE SHALL BE A Sq. F. PRICE)
2. Remaining sub-grade material shall be compacted THIS QUOTE SHALL INCLUDE ALL WORK RELATED
m 3 Contractor shall adjust and re-stet all exposed manhole covers TO THE LEVELING OF ALL MANHOLE COVERS.
1 O 4. See Typical Concrete Pavement Detail for all Specifications.
5. New Concrete Slab shall have a BROOM Finish.
1 m 1 6. All barricades and traffic barriers to protect the NEW work shall be by the Town
N
Partial Site Plan
Scale: 1" = 60.00'
#4 BARS @ 12"O.C.
DOW CORNING 890 EACH WAY TOP & BOTTOM
SILICONE JOINT REBAR CHAIRS EVERY
1Y8"x18" SMOOTH EPDXY SEALANT 48" MAX. TYP.
COATED BARS @ 24" O.C.
POLYETHYLENE
EXPANSION CAP
° ° a a 1 , 3" MIN. COV.
V.I.F. EXISTNG ° PR�POSED REP CEYENT
a 2 IN. COV.
4,000 PSI CONC. (TYP.)
PREMOLDED BOND BREAKER COMPACTED SUBGRADE
EXPANSION JOINT 15 MIL POLYETHYLENE
VAPOR BARRIER
TYPICAL CONCRETE PAVEMENT DETAIL
N.T.S.
DIVISION 3-CONCRETE
GENERAL
The work under this Division shall be subject to the requirements of the CONDITIONS OF
CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS,
DRAWINGS, SCHEDULES,ADDENDA, and other Contract documents.
Refer to the Drawings and Specifications of other trades and contractors for items which might
affect the work under this Division.
TABLE OF CONTENTS-DIVISION NO.3-CONCRETE
Included in this Division are the following sections:
03100-Concrete Form Work
03200-Concrete Reinforcement
03300 -Cast-In-Place Concrete
DIVISION 3 —Page I of 8
DIVISION 3-CONCRETE
SECTION 03100-CONCRETE FORM WORK
SCOPE
A. The work under this heading shall consist of furnishing all labor, materials, equipment and
appliances necessary or required to perform and complete all concrete form work, including
but not limited to the following:
1. Forms and centering.
2. All forms required for the work in this Section.
3. Setting and building of all anchors, inserts, hangers, supports, ties, frames, bolts,
sockets, sleeves, lintels, etc., required to be built into concrete work, except where
otherwise specified.
FORMS, CENTERING AND FORM WORK AFFECTING WORKMANSHIP
A. Forms shall conform to the lines, dimensions and shapes of concrete indicated on the
Drawings, for the members for which they are provided. They shall be tight to prevent any
possibility of movement after concrete is poured and shall insure safety to workmen and the
public.
B. On concrete exposed to view, metal ties where used shall be detached 1-inch back from
surface of exposed side and holes filled with cement mortar and rubbed immediately after
removal of forms.
C. Forms for concrete work shall be plywood or composite of smooth line construction, that
will produce straight, dense surface free from honeycombs, bulges and depressions.
D. If any material is used to coat formwork to facilitate its removal, this material shall be of
such nature as not to stain or injure the concrete or cause injury to finish to be applied on
exposed surfaces on concrete. Forms shall be thoroughly cleaned before reusing.
E. All wood form work, including that used in void spaces, pockets and other similar places,
shall be removed.
F. Forms shall not be disturbed until the concrete has adequately hardened. Care shall be
taken to avoid spalling concrete surface.
WORK IN CONNECTION WITH OTHER SECTIONS AND/OR CONTRACTS
A. Box out for pipes as directed and fill up to pipe sleeves with concrete after same are in
place.
B. Build in anchors, inserts or slots as required for proper anchorage.
DIVISION 3 —Page 2 of 8
DIVISION 3-CONCRETE
C. Set in concrete all sleeves furnished under other sections or contracts, in proper alignment
and location.
D. Cooperate with other trades.
E. Build in concrete all forms furnished by other trades and required to be built into concrete.
END OF SECTION 03100 -CONCRETE FORM WORK
DIVISION 3—Page 3 of 8
DIVISION 3-CONCRETE
SECTION 03200-CONCRETE REINFORCEMENT
SCOPE
The work under this heading shall consist of furnishing all labor, materials, equipment and
appliances necessary or required to perform and complete all concrete reinforcing.
SHOP DRAWINGS
A. Complete and accurate shop drawings shall be submitted to the Engineer for review before any
work is executed. Drawings shall show framing plans, details, bending diagrams, sizes and
spacing of members, relationship to contiguous work, scale elevations of all reinforced concrete
walls, and all other pertinent information. Details shall be carried out in accordance with the
A.C.I. rules.
B. Contractor shall submit one black and white print and one reproducible with each submission.
Cost of all prints required from the reproducible, including prints required by the Engineer, shall
be borne by this Contractor.
MATERIALS
A. Deformed reinforced steel shall conform to SPECIFICATIONS FOR NEW BILLET-STEEL
BARS FOR CONCRETE REINFORCEMENT,ASTM A-615, GRADE 60.
B. Deformations on deformed bars shall conform to SPECIFICATIONS FOR DEFORMATIONS
OF DEFORMED STEEL BARS FOR CONCRETE REINFORCEMENT,ASTM A-305.
C. Welded wire fabric shall comply with ASTM A-185.
PLACING OF REINFORCEMENT
A. Metal supports, ties and spacers for reinforcement shall be rustproof of proper size, and strength
to ensure against displacement during pouring operations. For structural slabs placed on
ground,provide legs of slab bolsters and continuous high chairs with continuous plates.
B. All reinforcement shall be bent cold. Minimum radius of bend shall be four diameters for bars
5/8 inch round or less, and six diameters for larger bars.
C. At intersections, rods shall be securely wired together.
D. Contractor shall exercise extreme care to prevent discoloration of exposed concrete surfaces by
reinforcement.
E. All reinforcement shall be inspected in the forms before concreting starts by the Engineer.
Contractor shall notify the Engineer at least 24 hours prior to any pour.
END OF SECTION 03200 CONCRETE REINFORCEMENT
DIVISION 3 —Page 4 of 8
DIVISION 3 -CONCRETE
SECTION 03300 - CAST-IN-PLACE CONCRETE
REFERENCES
Except as shown or specified otherwise, the Work of this Section shall conform to the
requirements of Specifications for Structural Concrete for Buildings ACI 301-89 of the American
Concrete Institute.
QUALITY ASSURANCE
Concrete batching plant shall be currently approved as a concrete supplier by the New York
State Department of Transportation.
PROPORTIONING(Amendments to ACI 301, Chapter 3):
A. Compressive Strength: Minimum 3500 psi, unless shown or specified otherwise,
Minimum 4000 psi for structural footings, foundations, floor slabs, exterior slabs, and
retaining walls.
B. Weight: Normal weight as indicated, Lightweight Concrete (for floor fills): Air-dry unit
weight between 95 and 115 lb/cu ft.
C. Durability:
1. Concrete shall be air-entrained. Design air content shall be 6 percent by volume,
with an allowable tolerance of plus or minus 1.5 percent for total air content.
Entrained air shall be provided by use of an approved air-entraining admixture.
Air-entrained cement shall not be used.
D. Slump:
1. 3500 psi Normal Weight Concrete: Between 2 inches and 3 inches.
2. 4000 psi Normal Weight Concrete: Between 2 inches and 3 inches.
3. Lightweight Concrete: Between 1 inch and 4 inches.
E. Admixtures: Do not use admixtures in concrete unless specified or approved in writing
by the Engineer.
F. Selection of Proportions: Concrete proportions shall be established on the basis of
previous field experience or laboratory trial batches, unless otherwise approved in writing
by the Engineer. Proportion mix with a minimum cement content of 588 pounds per
cubic yard for 3500 psi concrete and 611 pounds per cubic yard for 4000 psi concrete.
REINFORCEMENT (Amendments to ACI 301, Chapter 5):
A. Bar Reinforcement: ASTM A 615, Grade 60, deformed steel bars.
DIVISION 3 —Page 5 of 8
DIVISION 3-CONCRETE
B. Fabric Reinforcement: ASTM A 185, welded wire fabric, fabricated into flat sheets
unless otherwise indicated.
C. Bar Supports: Galvanized steel or AISI Type 430 stainless steel, and without plastic tips.
D. Tie Wire: Black annealed wire, 16-1/2 gage or heavier.
PRODUCTION(Amendments to ACI 301, Chapter 7)
A. Provide ready-mixed concrete, either central-mixed or truck-mixed.
EXAMINATION AND PREPARATION
A. Do not use items of aluminum for mixing, chuting, conveying, forming or finishing
concrete, except magnesium alloy tools may be used for finishing.
B. Keep excavations free of water. Do not deposit concrete in water.
C. Hardened concrete, reinforcement, forms, and earth which will be in contact with fresh
concrete shall be free from frost at the time of concrete placement.
D. Prior to, placement of concrete, remove all hardened concrete spillage and foreign
materials from the space to be occupied by the concrete.
FORMWORK(Amendments to ACI 301, Chapter 4)
A. Chamfer all exposed external corners of concrete.
PLACING REINFORCEMENT (Amendments to ACI 301, Chapter 5)
A. At the time concrete is placed, reinforcement shall be free of mud, oil, loose rust, loose
mill scale, and other materials or coatings that may adversely affect or reduce the bond.
PLACING CONCRETE (Amendments to ACI 301, Chapter 8)
A. Operation of truck mixers and agitators and discharge limitations shall conform to the
requirements of ASTM C 94.
B. Do not allow concrete to free fall more than 4 feet.
DIVISION 3 —Page 6 of 8
DIVISION 3 -CONCRETE
FINISHING FORMED SURFACES (Amendments to ACI 301, Chapter 10)
A. Finish Schedule: Except where indicated otherwise on the Drawings, provide the finishes
below:
1. Rough Form Finish for concrete surfaces not exposed to view.
2. Smooth Form Finish for concrete surfaces exposed to view.
3. Smooth Rubbed Finish for exterior concrete surfaces exposed to view.
FINISHING SLABS (Amendments to ACI 301, Chapter 11)
A. Slabs On Grade: Provide key type joints unless otherwise shown. Tool exposed joints.
B. Finish Schedule: Except where indicated otherwise on the Drawings, provide the finishes
below:
1. Floated Finish for:
a. Slabs and fill over which waterproofing, roofing, vapor barrier, insulation,
terrazzo, or resin bound flooring is required.
2. Broom Finish for exterior slabs. Texture as approved by the Engineer.
C. Finishing, General: Provide monolithic finishes on concrete floors and slabs without the
addition of mortar or other filler material. Finish surfaces in true planes, true to line, with
particular care taken during screeding to maintain an excess of concrete in front of the
screed so as to prevent low spots. Screed and darby concrete to true planes while plastic
and before free water rises to the surface. Do not perform finishing operations during the
time free water(bleeding) is on the surface.
CURING AND PROTECTION(Amendments to ACI 301, Chapter 12)
A. Maintain concrete surfaces in a moist condition for at least 7 days after placing, except
where otherwise indicated. For surfaces of exterior slabs (on grade), apply chemical
curing and anti-spalling compound in accordance with the recommendations of the
manufacturer.
FIELD QUALITY CONTROL (Amendments to ACI 301, Chapter 16)
A. The Contractor shall make available to the Engineer a maximum of(2) two test cylinders
per 50 cubic yards of concrete delivered to the site from the same production source, if
the production source changes the contractor will be responsible for(2) two test cylinders
per truck load, for testing as determined by the Engineer. One sample shall be taken at
-the- start of the pour and the second at the end of the pour. The contractor will be
responsible for all shipping and testing of the concrete cylinders.
B. The Contractor shall be responsible for furnishing the Engineer with the test results of
each concrete test cylinder tested at 7 and 28 days for each batch sampled.
DIVISION 3 —Page 7 of 8
DIVISION 3-CONCRETE
LABORATORY TESTS
All laboratory costs in establishing and checking of the design mix as well as testing of all cylinders
shall be borne by the Contractor.
END OF SECTION 03300 -CAST-IN-PLACE CONCRETE
DIVISION 3 —Page 8 of 8
PRODUCT:IST
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Payment to be made as€eifc�res.
Ali mali?nal is quatanteed to b; as spdcatied. All .,,ori E;a be comp'aw,in a tivofRmantake,
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delays: i yInd txx CcnEir+}, 0'wn r in ,any tro, 'ornadt and other n,,cessa-y -:;w' nca Out t'totp? This proposal may t e
arre:ers nr?f:;:f; of 3r t q 11a:kmas s c`.oro3.er.�:tonAcceptance of gg Ins s;nc? "Athdrawn try its V not accepted within _ _ -- nays.
Proposal —The above prices,spmhcaliorts
and conditions are;ar:t tac tory and are hereby accepted.%u?re E,uthon<ed to d'„th? Signat£ue --
tvrari,as srek,faed psy i2nt will be made as ol,Mned th:;6C